load 5 A cutted circular beam carries a shown. If fr=SOMPa and fo= 120MPa compute the permissible limits of the overhangx", Note: Moment of Inertia is fransferred & the √=0.2m h center of the circle. & moment of Inertia 4KN of a whole circle minus moment of of b inertia H segment. 4KN f +x < 16 KN form *

Find the Deflection at C. Solve the problem using 3 methods (DIM Method, Area-Moment Method and Congugate Beam Method. Prove the same answer in every method. 2 k/ft A -15 ft. El = constant E = 29,000 ksi I= 3,500 in.4 ↓↓↓ B -6 ft- C

SOLVE FOR THE FOLLOWING USING AREA MOMENT METHOD

Determine the slope at Point D for the beam shown. EI is constant. Use Virtual Work or Castigliano's Theorem.

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KINDLY DRAW THE DEFLECTION OF THIS PROBLEM. DRAW PLEASE

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Find the deflection equation of the beam of length 1, with distributed uniform load w(x) = w0 between 1/3 <= x <= 2/3

FILL IN THE BLANK. Express your answer in 2 decimal places. A 5m simple beam ABC carries a uniform load of 65KN/m. Point A is the left end hinge support, point B is the midpoint and point C is the right end roller support. The change in slope between tangent lines drawn at points A and C, i.e. BAC is (_VEI. Use Area Moment Method. Include (-) if the change in slope is negative.

A Use the Castigliano's Method for Beams and Frames Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mmª. - 3m 29 KN D -3 m B + -3 m 4 kN Answers: •Displacement at C should be (87.75kN m³)/EI •Slope at C should be (23.25kN m²)/EI